The framing plans for the steel multi-storey office building selected for the design study are shown in Figure 1. The of
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Liht, services 3m Splice 3 at 4m - 12 m 18 m $ W 8 m 8m 7 at 5 m-35 m Side elevation Section Slab Spar Braced bays Plan End elevation Figure 1 21-22 EG5018 and EG5025-Design Coursework Page 416
The framing plans for the steel multi-storey office building selected for the design study are shown in Figure 1. The office space in the centre bays is of open plan with any offices formed with light partitions. The end bays contain lifts, stairs and toilets. The building specification is steel frame with cast-in-situ floors: dimensions-35 mx16mx18 m high with frames at 5 m centres: • external cladding-brick/breeze block and double glazing, - the building is fully braced in both directions. Loading Dead Loads Roof Floors (1.5+SN/3) kN/m (2.5+SN/3) kN/m Imposed loads Roof (1.0+SN/4) kN/m Floors (3.0+SN/4) kN/m where "SN" is the last digit of your student number Design requirements Design critical members (roof and floor secondary beams and a centre column) Design of all critical members will be expected to comply with BS EN 1993-1 (Eurocode 3). • Assume that the steel member connections are pin-jointed • Assume that the steel beams are fully restrained by the floor slabs • Assume that there is no composite action between the steel beams and the floor slab they support (such structures are generally designed to act compositely to BS EN 1994-1 (Eurocode 4)). 21-22 EG5018 and EG5025-Design Coursework Page 3/8